Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 2,72,76,974
Costs
EMD
₹ 5,45,539Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APWD_15925_1Tender No
NIT No. 59/SE/CC-I/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/
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Documents
BOQ Items
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
266
3658856
13755.1
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
51.7
622484
12040.32
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
110.3
1755936
15919.64
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
26.4
495523
18769.84
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
17.44
344928
19778.02
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
1573.5
994593
632.09
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
192
256535
1336.12
Suspended floors, roofs, landings, balconies and access platform
52
75866
1458.98
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
10572.22
1803937
170.63
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 coarse sand)
529
309353
584.79
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:3 (1 cement : 3 fine sand)
487
346802
712.12
Providing & making Gabion structure with Mechanically Wooven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per ISI6014-2012, MORTH Clause 2500, of required size, Mesh Type 10x12(D=100mm with tolerance of +_2%), Zinc+10%. Alloy+PVC coated, Wesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/salvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least diamension of 200 mm, as per drawing all complete as per directions of Engineer-in-Charge.
215
1698859
7901.67
Providing and fixing PVC weep hole cutting placing in position as per directed by Engineer-in-charge.
-
-
-
PVC pipe 80mm dia
13
6962
535.6
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :
-
-
-
All kinds of soil
3891
855630
219.9
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
-
-
-
All kinds of soil
2167
509353
235.05
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
11760
190512
16.2
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
Beyond 60 cm girth upto and including 120 cm girth
3
6542
2180.9
Beyond 120 cm girth upto and including 240 cm girth
4
40533
10133.35
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres.
5880
1190112
202.4
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications
-
-
-
On W.B.M. @ 0.75 Kg / sqm
4630
415542
89.75
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete.
4630.5
765606
165.34
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
-
-
-
New work (Two or more coats)
485
131726
271.6
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
-
-
-
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
3
24398
8132.95
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
6
37140
6190
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
-
-
-
Overhead informatory road signage
3
20417
6805.8
Providing, Laying, spreading and cmpacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper gade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting of the required density. (Rate is inclusive of all materials, labours, machineries etc.).
-
-
-
Sub base with stone aggregate 90mm to 45mm including stone screening 13.20mm
588
3029082
5151.5
Base course with stone aggregate 63 mm to 45 mm including stone screening 13.20mm size (Type-A)
399.84
1937144
4844.8
Base course with stone aggregate 53 mm to 22.40 mm including stone screening 11.20mm (Type-B)
376.32
1949074
5179.3
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum and 4.16 kg & 4.48 kg of shredded plastic per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid for separately).
-
-
-
With paving Asphalt grade VG - 30 heated and then mixed with no solvent.
4630
1517251
327.7
Carriage of materials by means of mechanical transport including loading and unloading within an average lead of 5 kms as per the direction of Engineer-in-charge.
-
-
-
Earth
1724
813469
471.85
Total of A(Sum of total amount)
-
-
-
05 Year Maintenance Provision
-
-
-
For 1st Year 0.25% of 13433537.38
1
33583
33583.84
For 2nd Year 1.00% of 13433537.38
1
134335
134335.37
For 3rd Year 1.50% of 13433537.38
1
201503
201503.06
For 4th Year 2.00% of 13433537.38
1
268670
268670.75
For 5th Year 2.75% of 13433537.38
1
369422
369422.28
Total of B(Sum of total maintanance amount from sheet1)
-
-
-
Total A+B
-
-
-
Evaluation Notes How It Works ?
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